DIME - Test Summary

Summary for Test 2017-12-12-8-1

Test performed: ASTM C39-10

Sample Taken Date	12/12/2017	Sample Unique Key	8
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	01/12/2018
Sample type	Quality Assurance	A brief description of the sample	concrete from pile backfill
The quantity of what the sample constitutes	2 6x12 concrete cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	Hla	Last name of sampler or witnessed by	K
Title of sampler	SR	Telephone number of sampler	5103856764
Laboratory sample identification	Unknown	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Shamrock	Transportation Laboratory (TL) Number	Unknown
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	Unknown
Structure name	soldier pile wall

Material Type	Concrete	The concrete mix design number	4300
The truck number from where the sample was collected	Unknown	The batch plant ticket number from where the sample was collected	1
Concrete batch plant	Shamrock	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	Chute	Where the material sample would have been placed if not sampled	soldier pile backfill
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2017-12-12-8

DIME Test ID: 2017-12-12-8-1

Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory

Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2018-01-16

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Bang

Date of test: 01/16/2018

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.01 in

Average diameter of cylinder 2: 6.01 in

Maximum load on cylinder 1: 96612 lb

Maximum load on cylinder 2: 100852 lb

Type of fracture pattern of cylinder 1: 1

Type of fracture pattern of cylinder 2: 1

Comment on any defect in either specimen or caps (Max 250 Characters): no data

Correction factor for cylinder 1: 1

Correction factor for cylinder 2: 1

Age of specimen: 35 days

Cross sectional area of cylinder 1: 28.37 in^2

Cross sectional area of cylinder 2: 28.37 in^2

Compressive strength of cylinder 1: 3405.4 psi

Compressive strength of cylinder 2: 3554.9 psi

Compressive strength (to nearest 10 psi): 3480 psi

General comments (publicly viewable) (Max 1000 characters):

Source: Partner Data Point File

Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File

Test graph for Cylinder Code 2 of 2

Test was verified on 1/16/2018 ✔